tender for construction of v.r. 53 deualwadi road , tal-pen= 1 item no. 01- excavation for foundation by mechanical means in earth, soils of all types, sand, gravel, soft murum,hard murrum, hard murrum & boulders including shoring and strutting as necessary and disposing off excavated stuff as directedetc. complete. 2 item no. 02:- providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with v-sat attachment to achieve not less than 97 % of standard proctor density etc. complete( material obtained from other sources) 3 item no 03:-providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. by mechanical means -gradingi(using screening type b (11.2 mm) aggregate) 4 item no 04:-providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. by mechanical means -grading ii (using screening type b (11.2 mm) aggregate) 5 item no 05-providing and constructing 75 mm. thick modifiedpenetration macadam (mpm) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of vg-30 grade @ 2 kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 mt. to achive the desired degree of compaction as per technical specification clause 506 etc. complete.including picking of existing wbm surface. 6 item no 06:-providing and applying tack coat on the prepared surface heating by fames in boiler and spraying bitumen set footed in bitumen boller on b.t. surface 2.5 kg/10 sqm.vg-30 bulk bitumen 7 item no 07 open graded premix surfacing- providing and laying ogc 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with vts , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and seal coat. for bitumen of specified grade--using drum mix type hot mix plant with scada, paver and vibratory roller( over bt surface) (vg-30 bulk bitumen rates are considered to arrive at rates) 8 item no 08 -providing bituminous type a liquid seal coat on bituminous surface including supplying all materials and bitumen of vg-30grade preparing existing road surface, heating and applying bitumen @ 0.98 kgsqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 mt. etc.complete 9 item no.09-providing and fixing 90 cm x 60 cm marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete 10 item no- 10rates for material testing in lab. for gradeing - i (h.b.metal) 11 item no- 11 - rates for material testing in lab. for gradeing - ii (h.b.metal) 12 item no- 12 -- rates for material testing in lab.for asphalt 13 item no-13-rates for material testing in lab.for mpm 14 item no-14 - rates for material testing in lab.for carpet 15 item no.15-disbursement of royalty charages for construction materials likemetal, rubble,murum, and earthetc. complete. 16 add18 % gst charges rs. 17 add1% for sqm chekingcharages rs. 18 add 1%workinsurancers.